CAIE M2 2010 June — Question 4 5 marks

Exam BoardCAIE
ModuleM2 (Mechanics 2)
Year2010
SessionJune
Marks5
PaperDownload PDF ↗
Mark schemeDownload PDF ↗
TopicMoments
TypeLamina hinged at point with string support
DifficultyStandard +0.3 This is a standard moments equilibrium problem requiring students to find the center of mass of a trapezium (using standard formulas or decomposition), take moments about the hinge point A, and solve for tension. While it involves multiple steps (finding COM, resolving forces, taking moments), these are routine M2 techniques with no novel insight required, making it slightly easier than average.
Spec3.04b Equilibrium: zero resultant moment and force6.04c Composite bodies: centre of mass6.04e Rigid body equilibrium: coplanar forces

4 \includegraphics[max width=\textwidth, alt={}, center]{ae809dfc-c5af-4c0a-9c88-009949d3e9f9-3_727_565_1256_790} A uniform lamina of weight 15 N is in the form of a trapezium \(A B C D\) with dimensions as shown in the diagram. The lamina is freely hinged at \(A\) to a fixed point. One end of a light inextensible string is attached to the lamina at \(B\). The lamina is in equilibrium with \(A B\) horizontal; the string is taut and in the same vertical plane as the lamina, and makes an angle of \(30 ^ { \circ }\) upwards from the horizontal (see diagram). Find the tension in the string.

Weight split is 9N:6N
For lamina \(9 \times 0.75 + 6 \times 0.5\)
\(T \times 1.5\sin 30°\)
AnswerMarks Guidance
Tension is 13N\(B1, M1, A1 \text{ft}, A1, A1\) [5] For taking moments about A
Alternatively
\([(1.5^2 + 1.5 \times 2)\bar{x} = 1.5^2 \times 0.75 + \frac{1}{2} \times 1.5 \times 2 \times 0.5]\)
AnswerMarks Guidance
\(\bar{x} = 0.65\)\(M1, A1, M1\) For using \(A\bar{x} = A_1x_1 + A_2x_2\). For taking moments about A
\(15 \times 0.65 = T \times 1.5\sin 30°\)
AnswerMarks
Tension is 13N\(A1 \text{ft}, A1\) [5]
Weight split is 9N:6N

For lamina $9 \times 0.75 + 6 \times 0.5$
$T \times 1.5\sin 30°$
Tension is 13N | $B1, M1, A1 \text{ft}, A1, A1$ [5] | For taking moments about A

**Alternatively**

$[(1.5^2 + 1.5 \times 2)\bar{x} = 1.5^2 \times 0.75 + \frac{1}{2} \times 1.5 \times 2 \times 0.5]$
$\bar{x} = 0.65$ | $M1, A1, M1$ | For using $A\bar{x} = A_1x_1 + A_2x_2$. For taking moments about A

$15 \times 0.65 = T \times 1.5\sin 30°$
Tension is 13N | $A1 \text{ft}, A1$ [5] |

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\includegraphics[max width=\textwidth, alt={}, center]{ae809dfc-c5af-4c0a-9c88-009949d3e9f9-3_727_565_1256_790}

A uniform lamina of weight 15 N is in the form of a trapezium $A B C D$ with dimensions as shown in the diagram. The lamina is freely hinged at $A$ to a fixed point. One end of a light inextensible string is attached to the lamina at $B$. The lamina is in equilibrium with $A B$ horizontal; the string is taut and in the same vertical plane as the lamina, and makes an angle of $30 ^ { \circ }$ upwards from the horizontal (see diagram). Find the tension in the string.

\hfill \mbox{\textit{CAIE M2 2010 Q4 [5]}}